• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.04a
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• pp.412-415
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• 2011

본 연구에서는 개엽된 지표 식물이 건조된 낙엽층에 비해 수분함유량이 상대적으로 많은 것에 착안하여 피복율이 증가하고 개엽량이 많아짐에 따라 산불위험성이 낮아진다는 가정을 세워 열방출량 실험분석과 함께 화염높이 등을 비교, 평가하였다. 그 결과, 초본류의 피복율 및 개엽량이 증가할수록 열방출량이 비례적으로 감소하는 경향을 나타내었고 화염높이 또한 현저히 감소되는 결과를 나타내었다. 향후, 본 연구 결과를 바탕으로 봄철 순기별, 지역별 산림 식물의 개엽량을 모니터링하여 산불위험도 및 산불확산예측에 반영해야 될 것으로 판단된다.

• Journal of the Korean Society of Hazard Mitigation
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• v.7 no.5
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• pp.187-197
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• 2007

Experimental study for a submerged structure was conducted to protect coastal structures and shorelines. The rectangular submerged structure known as the most efficient shape among various submerged structures in the literature was fabricated at the nose of a rubble mound breakwater. The reflection coefficients and the run-up heights along the slope of a breakwater were measured for different significant wave heights and periods. It is found in this study that the reflection coefficient is affected more relatively by the significant wave period than the significant wave height and the run-up heights are reduced approximately 28% in terms of ${^{RU}}_{2%}$ and 26% in terms of ${^{RU}}_{33%}$, respectively, by the installation of a submerged structure inducing the interception and breaking of waves.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2006.05a
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• pp.317-320
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• 2006

20500 rpm에서 10분 교반까지 계면높이는 감소하였으나 10분 이상의 시간에서는 계면 높이가 증가하는 경향을 나타내었으며, 슬러지 농도도 10분까지 경향을 농축농도가 증가하지만 그 이상의 교반시간에서는 농도가 서서히 감소되는 경향을 나타내었다. Homogenizer의 교반에 의한 최적조건에서의 부상효율은 약 10%의 효과가 있는 것으로 나타났다. Image analyser로 교반하지 않은 경우와 교반한 경우 슬러지의 sauter mean diameter를 측정한 결과 각각 631 $\mu$m와 427 $\mu$m로 나타나 슬러지 플록의 입경이 줄어든 것으로 나타났다. 슬러지의 함수율은 10분의 교반시간까지 조금 감소하였으나 10분 이상의 교반시간에서는 슬러지 함수율이 증가하여 60분에는 99.1%까지 증가하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.5
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• pp.54-63
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• 2018

In this study, the stability and economic feasibility of a MSE (Mechanically stability earth) wall with a pre-cast concrete pacing panel was investigated for a standard section of highway. Based on the design criteria, the MSE walls of the panel type were designed considering the load conditions of the highway, such as the dead load of the concrete pavement, traffic load, and impact load of the barrier. The length of the ribbed metal strip was arranged at 0.9H according to the height of the MSE walls. Because the length of the reinforcement was set to 0.9H according to the height of the MSE wall, the external stability governed by the shape of the reinforced soil was not affected by the height increase. The factor of safety (FOS) for the bearing capacity was decreased drastically due to the increase in self-weight according to the height of the MSE wall. As a result of examining the internal stability according to the cohesive gravity method, the FOS of pullout was increased and the FOS of fracture was decreased. As the height of the MSEW wall increases, the horizontal earth pressure acting as an active force and the vertical earth pressure acting as a resistance force are increased together, so that the FOS of the pullout is increased. Because the long-term allowable tensile force of the ribbed metal strip is constant, the FOS of the fracture is decreased by only an increase in the horizontal earth pressure according to the height. The panel type MSE wall was more economical than the block type at all heights. Compared to the concrete retaining wall, it has excellent economic efficiency at a height of 5.0 m or more.

• Journal of Life Science
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• v.8 no.5
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• pp.504-508
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• 1998

A study was conducted to evaluate a protein removal characteristics by foam separation. The foam separator was operated in well-mixed tank which would be considered as a completely mixed condition. The feasibility of foam separation to remove protein from fresh and sea water was investigated. Protein removal characteristics of the foam separator were obtained by batch reactor operations. To find the effect of the operating parameter to protein removal rate, the foam separation was carried with variation of initial protein concentration and foam height. The results indicated that the protein removal efficiency was increased with increasing protein concentration and decreased with increasing foam height. The relationship between protein concentration and protein removal rate was evaluated by linear regression.

• Journal of the Korean Geotechnical Society
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• v.35 no.5
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• pp.31-41
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• 2019

This paper demonstrates safety factor for effective planning at initial stage by utilizing results on changes of safety factor according to various conditions of slop and examines impacts of factors that affect slope safety factors as well. Firstly, it describes shear strength which satisfies minimum allowable safety factor: 1.20 depending on height and slope. As the height increases by 5.0 m, the safety factors decrease by 0.04 while it tends to consistently reduce by approximately 20%, 30% and 40% after height goes to 10.0 m. As slope reduces by about 0.3, the safety factors increases by 0.4, which shows the rate of safety factors on slope grows by about 10%, 20% and 30% on lowering slope. When cohesion goes up by 10.0 kPa the safety factors increases by around 40% respectably while the angle of internal friction grows by $5^{\circ}$, it increases by about 8%. The rate of safety factors is identified as $Fs=3.86H^{-0.59}$, Fs = 0.43 s, Fs = 0.04 c, $Fs=0.02{\phi}$ depending on height, slope and shear strength. The safety factor with rainfall infiltration tends to increase by 18% compared to the condition of saturated surface on earth.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 1997.11a
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• pp.20-20
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• 1997

고강도 알루미늄 대형 링롤재를 급냉할 때 발생하는 잔류응력을 2차원 및 3차원 유한 요소 해석하였고, 3단계 절단법에 의해 측정된 변형율과 ABAQUS의 요소제거 기능을 이용한 해석 값을 직접 비교하였다. 급냉후 잔류응력 해석결과는 2단과시효 후 측정값과 비슷한 경향을 보였으나 그 절대값의 차이가 크게 나타났다 이는 시편 링의 높이가 작아 실험 값이 부정확하였기 때문이며 링의 높이를 증가시켜 높이방향으로 균일한 응력분포를 갖도록 하면 그 차이가 감소될 것으로 판단된다. 잔류응력을 측정하는 3단계 절단 과정을 모사한 3차원 해석결과와 측정된 변형율을 직접 비교함으로써 실험과 해석의 정확성을 향상시킬 수 있도록 하였다. 이로부터 잔류응력이 존재하는 일반적인 알루미늄 구조물의 기계가공에 의한 변형을 정확히 예측할 수 있는 기반을 마련하였으며 구조해석 시 잔류응력의 영향을 고려할 수 있게 되었다.

• 한국생물공학회:학술대회논문집
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• 2002.04a
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• pp.435-438
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• 2002

The permeate flux was lower when PAC was added compared to without PAC system. It can be concluded that PAC is cause of membrane fouling. The effect of flow volume was found not significant for the three samples. But it was shown high rejection rate due to adsorption of organic matter to PAC in the case of adding PAC.

• Journal of the Korean GEO-environmental Society
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• v.20 no.1
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• pp.43-49
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• 2019

In this paper, we introduced phase optimization techniques in the Soil-Nail design to optimize the reinforcement required for each grade level. The optimal design results at the maximum slope height were further amplified to allow for phase optimization of the horizontal spacing of the Nail in accordance with the change in the height of the slope. The limit equilibrium analysis was performed by step-by-step sloping height, and the safety factor exceeded when the horizontal spacing of four days was fixed. The process of optimization was effectively carried out by densifying the required reinforcement depending on the slope elevation. Also limited to reflect the axial force of the nail into the reinforcement details.Using the method, the members' strength was reflected. When phase optimization technique is applied for each slope height by calculating the stiffening precision, it is judged that it will be more economical to optimize horizontal intervals by effectively reducing the repeated reinterpretation process that satisfies the reference safety ratio for each slope height.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.36 no.4
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• pp.281-286
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• 2000

To analyze the shape of the net mouth of bottom trawl which is composed with 6 seams net, the field experiment was carried out on the sea near Kokunsan Is, Western sea of Korea. The distance of otter board, net height, trawl speed and resistance of the fishing gear were respectively measured according to the change of warp length and towing speed. The results obtained are summarized as follows : 1. The spreading distance of the otter board has been increased straightly according to the increment of towing speed and warp length. The rate of increase by the warp length has been greatly higher than the rate of increase by the towing speed. The total variation of the spreading distance was 57.0-82.8m, and it was occupied 43-62% of the hand rope, net pendent and the length of nets. 2. The height of net mouth has been decreased straightly according to the increment of towing speed and warp length. The rate of decrease by the towing speed has been greatly higher than the decrease rate of the warp length. The total variation of the net height was 3.1-4.0m. 3. When the distance of wing tip is increased, the height of net mouth is decreased, but the ratio of the decreasing rate of the height of net mouth for the increasing rate of the distance of wing tip was gradually low according to the increment of warp length. 4. The ratio of the distance of both wing tip for the height of net mouth has been increased gradually according to the increment of towing speed and warp length, and the total variation of the ratio was 4.17-7.81 times.